vers ted d G vior ed nd h th cles we hni ve gain s (Row d have g the u d perfo e geom brane (Thiel et al., 2006; Bostwick et al., 2007, 2008; Rowe et al., 2009) have demonstrated that shrinkage of up to 23 % could be induced in the laboratory by the application of cyclic wetting and drying. The A novel field approach to addressing the concern regarding separation of panels of GCL3 and GCL4 when used as part of a composite liner for a large (60 ha) heap leach pad at the Carlota Mine in Arizona, USA (latitude 33N) was recently proposed by Thiel and Thiel (2009). The composite liner was constructed on a subgrade of a gravelly, silty sand of low plasticity that is subject to rapid drying in the local climate. The as-compacted subgrade moisture ...
The progression of hydration of Geosynthetic Clay liner (GCL) from underlying subsoil was studied fo...
Geosynthetic Clay Liners (GCLs) have been widely adopted in barrier systems for waste containment fa...
To analyze the effects of cyclic wetting and drying on shrinkage of a non-scrim reinforced geosynthe...
ABSTRACT: Recently, several geomembrane/geotextile-encased geosynthetic clay liner (GCL) composite l...
Shrinkage of GCL panels in composite liners left exposed to solar radiation (i.e with no cover soil ...
Two GCLs reported to have experienced significant shrinkage at other locations are examined on both ...
To investigate the possibility that combined thermal and moisture cycles can cause irrecoverable shr...
A physical model was employed to evaluate the potential shrinkage of a needle-punched nonwoven/nonwo...
Water retention and hydration tests are reported for three needle punched geosynthetic clay liners (...
The soil shrinkage behavior of mineral substrates needs to be considered for engineering long-term d...
The hydration of Geosynthetic Clay Liners (GCLs) from underlying clayey sand subsoil (SC) is studied...
Geosynthetic clay liners (GCLs) are hydraulic barriers that contain of a thin layer of Nabentonite c...
SUMMARY: The use of GCL in cover lining systems demands reliable forecasts about the long-term funct...
The effects of compaction on soil shrinkage behavior need to be considered for engineering long-term...
This paper presents the results of an experimental and numerical modelling of heat and moisture migr...
The progression of hydration of Geosynthetic Clay liner (GCL) from underlying subsoil was studied fo...
Geosynthetic Clay Liners (GCLs) have been widely adopted in barrier systems for waste containment fa...
To analyze the effects of cyclic wetting and drying on shrinkage of a non-scrim reinforced geosynthe...
ABSTRACT: Recently, several geomembrane/geotextile-encased geosynthetic clay liner (GCL) composite l...
Shrinkage of GCL panels in composite liners left exposed to solar radiation (i.e with no cover soil ...
Two GCLs reported to have experienced significant shrinkage at other locations are examined on both ...
To investigate the possibility that combined thermal and moisture cycles can cause irrecoverable shr...
A physical model was employed to evaluate the potential shrinkage of a needle-punched nonwoven/nonwo...
Water retention and hydration tests are reported for three needle punched geosynthetic clay liners (...
The soil shrinkage behavior of mineral substrates needs to be considered for engineering long-term d...
The hydration of Geosynthetic Clay Liners (GCLs) from underlying clayey sand subsoil (SC) is studied...
Geosynthetic clay liners (GCLs) are hydraulic barriers that contain of a thin layer of Nabentonite c...
SUMMARY: The use of GCL in cover lining systems demands reliable forecasts about the long-term funct...
The effects of compaction on soil shrinkage behavior need to be considered for engineering long-term...
This paper presents the results of an experimental and numerical modelling of heat and moisture migr...
The progression of hydration of Geosynthetic Clay liner (GCL) from underlying subsoil was studied fo...
Geosynthetic Clay Liners (GCLs) have been widely adopted in barrier systems for waste containment fa...
To analyze the effects of cyclic wetting and drying on shrinkage of a non-scrim reinforced geosynthe...